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Attachment 1 - Information Request Response
Attached to the e-mail Response to Council’s Information Request - MCU21/0183 & OPW21/0292 - 9 Ruby Street Cooroy.
ingeniir 212602-RFI-01 30 November 2021 Building & Plumbing Services Noosa Shire Council PO Box 141 Tewantin QLD 4565 [email protected] RESPONSE TO INFORMATION REQUEST APPLICATION NUMBER – MCU21/0183 AND OPW21/0292 Proposed Duplex at 9 Ruby Street Cooroy 4563 Lot 615 on C56014 Please find below and accompanying to this letter documentation comprising a response to the Information Request dated 05/11/2021 INFORMATION REQUESTED 1. Provide Unity Water’s certification/letter confirming that the applicant has demonstrated compliance with Unity Water’s requirements for building over Unity Water’s assets; Refer accompanying referral response from Unitywater dated 16/11/2021 2. Provide an assessment of the potential impacts on adjoining properties due to the changes in overland flowpaths created by the proposed works. The assessment must be prepared by a suitably qualified person; The allotment is situated on a slight ridge between Opal Lane to the North and Ruby Street to the South and currently discharges to both frontages as shown by the contours in Figure 1. The proposed development provides a preferred drainage arrangement by providing surface falls for the rear portion of the allotment to Opal Lane directly rather than the current arrangement of draining to Opal Lane through the neighbouring property to the West. Ingeniir Pty Ltd | 212602-RFI-01 ABN: 99 642 485 363 | PO Box 988 Maroochydore QLD 4558 | [email protected] | 0404157187 Page 1 | 4
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ingeniir
Figure 1: Existing Site Layout & Contours
3. Provide RPEQ written certification, certifying that the proposed Earthworks and Stormwater
Management Plan will not cause a worsening of stormwater conditions by adversely altering
stormwater drainage characteristics external to the site, including, but not limited to:
a. additional ponding on neighbouring properties or on road reserve;
b. increased runoff onto neighbouring properties or road reserve
c. redirect overland flows;
a. The property does not currently receive runoff from the surrounding properties as the Eastern
boundary is fenced with a sleeper at the base (as shown in Figure 2) effectively limiting any
stormwater from onto the site from the upstream allotments. As such the proposed retaining
along the Eastern boundary will not impact the existing flow regimes on the site or neighbouring
properties.
Ingeniir Pty Ltd | 212602-RFI-01
ABN: 99 642 485 363 | PO Box 988 Maroochydore QLD 4558 | [email protected] | 0404157187
Page 2 | 4
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ingeniir
By providing positive surface drainage in the rear of the lot to Opal Lane the development will
have a beneficial impact on the neighbouring properties to the West.
b. The existing impervious area in the rear portion of the allotment (fronting Opal Lane) is
comprised of 2 sheds and paved landscaping around the pool area totaling 170m2. The proposed
roof area of the new building is 160m2 hence is less than the existing impervious area to be
removed as part of the development, as such will be non-worsening for stormwater runoff.
c. The development only proposes to redirect surface flows on the rear portion of the allotment to
avoid draining to Opal Lane through the neighbouring property to the West; and will drain to
Opal Lane directly as a result which is considered a beneficial outcome.
5. Provide amended plans, prepared by a RPEQ, detailing the proposed roadworks, including
but not limited to :
a. Pavement design, including connection to existing concrete pavement, thickness,
reinforcement, concrete strength, etc.;
b. Stormwater discharge details, including scour protection, cross sections, etc.
a. Refer accompanying engineering plans revised to include the proposed pavement details
matching that of the IPWEAQ standard RS-051 crossover. Details have been added for pavement
connection to existing.
b. The stormwater from the site is to discharge to a kerb adapter in accordance with IPWEAQ
standards. The scour protection is provided by the pavement widening added to opal lane. Cross
sections can be found on the standard drawings for the outlet.
If you wish to discuss this matter further, please contact Daniel Kenna.
Yours sincerely,
Daniel Kenna
Beng CPEng MIEAust RPEQ 15522 NER 3133685 EC 66121
for and on behalf of Ingeniir Pty Ltd
Ingeniir Pty Ltd | 212602-RFI-01
ABN: 99 642 485 363 | PO Box 988 Maroochydore QLD 4558 | [email protected] | 0404157187
Page 3 | 4
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ingeniir
Figure 2: Typical view of the existing fence on the Eastern Boundary
Ingeniir Pty Ltd | 212602-RFI-01
ABN: 99 642 485 363 | PO Box 988 Maroochydore QLD 4558 | [email protected] | 0404157187
Page 4 | 4
Page 5
Head Office:
Ground Floor, 33 King Street
Caboolture QLD 4510
Mailing Address:
PO Box 953, Caboolture QLD 4510
1300 0 UNITY (1300 086 489)
www.unitywater.com
ABN: 89 791 717 472
Our file ref: 812411470
Ingenir
PO Box 988
Maroochydore QLD 4558
16 November 2021
Dear Mr Kenna,
Concurrence Agency Referral Response – proposed building work to be undertaken near
service provider infrastructure
Property Address: 9 Ruby St. Cooroy
Real Property Description: Lot 615 on C56014
Proposed Building Work: Secondary Dwelling/Dual Occupancy Dwelling
Relevant Infrastructure: 150mm Asbestos Cement Sewage Gravity Main and 150mm Asbestos
Cement Sewage Pressure Main
Thank you for referring the proposed building work to be undertaken on the property as mentioned
above to Unitywater for a concurrence agency assessment. The assessment of the drawings and
documents submitted have been conducted by Unitywater’s Development Officer, Tony Stokman.
This concurrence agency referral response is issued under the provisions of the Planning Act 2016
and as such shall be a component of the building development approval that is to be obtained and
issued for the proposed building work.
The proposed building work is to be undertaken in accordance with the conditions as listed below.
CONDITIONS
1. The owner accepts sole responsibility for and releases Unitywater, its employees, authorised
agents and contractors in respect of all illness, injury, death and loss or damage of property which
may be sustained by Unitywater’s infrastructure; as a result of the building work being undertaken
near that infrastructure.
2. The owner indemnifies and shall keep indemnified Unitywater against all actions, claims, suits,
demands, losses, damages, costs and expenses of any kind, arising out of or incidental to the
building work being undertaken near Unitywater’s infrastructure and any works carried out by
Unitywater except to the extent caused by the negligence of Unitywater, its employees, authorised
agents and contractors.
3. The owner accepts responsibility, including costs, for any associated rectification works to
Unitywater’s infrastructure that are required as a result of the proposed building works directly or
indirectly impacting on the Unitywater asset.
4. Where a footing system includes piles/piers to support the building work, they must not be impact
driven
Page 1 of 3
Revision No: 7 Revised Date: 04/09/2020 Next Review Date: 04/09/2022
Page 6
5. The building work is to be located and the footings/foundations to be constructed as detailed
within the approved drawings listed below, which are to be integral to the building development
approval issued by the building certifier for the work.
Approved Drawings
Drawing Number
Drawing Title Prepared by Date
(Revision/Issue)
C01-01
Site Plan Valentine Building Design 02.07.2021
Rev. A
Sheet PS01
Footing & Slab Layout Ingeniir 09.07.2021
Issue 1
NB – Approved Drawings are enclosed
6. Any variation to the approved drawings will require a further referral to Unitywater for
consideration prior to commencing the building work. Such amended proposals will be considered
on their individual merits and may or may not be considered favourably.
7. To ensure the design clearance is attained; the line of the infrastructure, including the sewer
sewerage property connection point, must be accurately located on the property prior to
commencing the building work. In the event the actual clearance is less than design clearance, a
further referral to Unitywater is required and the resultant response shall be acted upon
accordingly.
8. A CCTV Survey of the sewer main as shown on the enclosed GIS Map is to be performed by an
independent contractor and submitted within twenty (20) business days from the footing system
for the building work having been completed.
NOTE: To submit the relevant CCTV video file/s and report documentation to Unitywater, send
an email request to [email protected] to arrange an Objective Connect link
to be provided to you for upload of the CCTV footage and CCTV written report
• The results (Video and Technical Report) must include the asset I.D numbers as shown on
the GIS Map and is to be submitted to Unitywater for assessment within ten (10) business
days of the CCTV Survey having been completed.
• The survey must be conducted utilising a tracked vehicle with a rotating camera head and
the lens is to be free of water and obstructive material.
• The Technical Report may be in hard copy and/or electronic format and must identify the
location and characteristics of reportable features (i.e. sewer main defects) and other
essential details necessary to define the extent of the survey (i.e. the length of the main,
chainages of defects, sewer property connections, etc). An example of an acceptable
Technical Report is enclosed for your reference.
*IMPORTANT – A ‘Notice of Finalisation’ for this Concurrence Agency Referral Response will
be issued once the CCTV Survey has been received, reviewed and it is determined there has
been no impact to the sewer main resulting from the construction of the footing system.
Page 2 of 3
Revision No: 7 Revised Date: 04/09/2020 Next Review Date: 04/09/2022
Page 7
REASONS FOR CONDITIONS
The conditions as listed must attach to the building development approval so as to ensure there is
no damage caused to the building works and the infrastructure, there is sufficient ventilation for
individuals in close proximity to the infrastructure and adequate access for inspecting, maintaining
or replacing the infrastructure is provided.
ADVICE TO THE BUILDING CERTIFIER (ASSESSMENT MANAGER)
Before finalising the building development approval (i.e. issuing the Form 11, 17 or 21 as applicable);
please ensure compliance with Condition 8 as listed above has been achieved – ‘Notice of
Finalisation’ has been issued.
Should you require any further information regarding this response, please contact Unitywater at
[email protected] or alternatively telephone 1300 086489.
Yours sincerely
Mark Kettley
Team Leader Development Works
Development Services
ENC Approved Drawings
GIS Map
Example of Technical Report
Page 3 of 3
Revision No: 7 Revised Date: 04/09/2020 Next Review Date: 04/09/2022
Page 8
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54
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| Proposed 18m high timber
\- Sence to boundery’s - APPROVED DRAWING
| | 3000 p #00 Ut A
co poroval Type. Bull Over Asset
4 | Date: 12/11/2021
5 Proposed Lot | ' Signed
Spf and Exclusive Use
° | | area - SiGmz
& | 4 EXISTING GREEN HOUSE
5 ! ' <1 — proposed Service
4 | pats route Cor lot 2 REAL PROPERTY DESCRIPTION:
= | i 1
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L =) —— — | RP: C5GOI4
in| EXISTING 2 7 , f Site Area: |O1Ore
EXISTING i | STOREY |! 3 Locality: Cooroy
CARPORT | | RESIDENCE ; 2 Zone: Medium Density Residential
il House to be raised to make , 2 .
Ll cor roman space | § Local Plan: Cooroy Township
| hi 3 Local Authority: Noosa NORTYPONT NOTE: Pveddipnson be len a
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H |: —
\ AREA CALCULATION oo mmm m BUILDING DESIGN
\ \ Existing house approx = 2451 (including deck) Email: [email protected]
| | ‘ Proposed Dwelling = II Ine + Garage 38me= IGT Rep 122 Mooloolaba, Qld, 4557
{ : \ Alfresco - 1Bm2 ABN: 72639167061 QBCC: 15187361
262° OO' 55" Tis des he oar he desire and may ot be se
i ExeiNG DOI m |. reLecom Total GFA : 405m GP delge garry way may rout oa Scan
eo Le 44-—-- WATER METERP er __ WATER LINE FROM RECORDS Proposed Site Cover: 298m: - 29% PROJECT
_ —_— — — + —_ — —_— —_— —_ —_— = —_ — TELECOM LINE FROM RECORDS PROPOSED DUPLEX
ee p———-f——}—— — OVERHEAD POWER LINES ®@ aplipy oTDEET PAADAY
| ros > ® 9 RUBY STREET, COOROY
| <—}— EXISTING DRIVEWAY % FOR
| AND CROSSOVER > CHRIS ROBINSON
NST
| — SITE AND LOCATION PLAN
ey ee —
all ————
DRAWN BATE SCALE GAS
a BVG 02.07.21 1: 250
a.
SITE PLAN RUBY STREET 1:250 (a el
1) oa | 0 2 4 40m
2051. C- 01-01 |A|
Page 9
FOOTING SCHEDULE FOOTING SCHEDULE CONCRETE SLAB NOTES
MARK DESCRIPTION MARK DESCRIPTION 1. ALL SLAB THICKNESSES ARE NOMINAL ONLY. ALL FALLS ARE IN
ADDITION TO THE THICKNESS NOMINATED. SLAB TOP
BP1 Ø350 BORED PIER, FOUND MINIMUM ET1 200Dx300W EDGE THICKENING, N12
REINFORCEMENT TO MATCH SLAB FALLS.
OF 1200 DEEP OR 300mm BELOW PERIMETER BAR TOP 50 COVER
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH
SEWER INVERT
FFL 107.50 MIN ARCHITECTS, HYDRAULIC AND CIVIL CONSULTANTS DRAWINGS
FB1 450Dx350W EDGE BEAM 3-L11TM TOP & FOR ALL LEVELS, FALLS, GRADES, DRAINAGE ETC.
450
BTM R10 LIGS @ 600 CRS OR EQUIV CAGE 3. SLAB SURFACE IS TO BE CURED UTILISING FOSROC CONCURE
HR90 APPLIED IN ACCORDANCE WITH MANUFACTURERS
FB2 450Dx350W SLAB BEAM 3-L11TM TOP &
SPECIFICATIONS.
BTM R10 LIGS @ 600 CRS OR EQUIV CAGE
4. WHERE TILED FLOORS ARE TO BE PLACED OVER AN AREA
1400 MIN
SERVICE LOCATIONS FROM UW GREATER THAN 16sq.m MESH IS TO BE INCREASED TO SL92, OR
MAPPING. LOCATION TO BE VERIFIED THE TILES TO BE LAID 3 MONTHS MIN. AFTER THE SLAB POUR.
FB1
ON SITE PRIOR TO CONSTRUCTION 1200mm MIN 5. WHERE EXTERNAL FOOTING BEAMS ARE GREATER THAN 300mm
RM
WIDE, EXTRA BOTTOM BARS ARE REQUIRED PER 100mm
ADDITIONAL WIDTH.
S
~IL 105.50 REINFORCED CONCRETE NOTES
FB1
FB2
1. ALL FOOTINGS TO BE FOUND INTO MATERIAL CAPABLE OF
INDICATES 3/N12 TRIMMER 100kPA BEARING CAPACITY, REFER SOIL REPORT.
BARS 2000 LONG TYPICAL
300 MIN
2. ALL BEAMS TO HAVE 2/N12 CORNER BARS (600x600) TO MATCH
RM
ET1
REINF AS SPECIFIED. PROVIDE 2/N12 SPLICE BARS (600mm LAP) AT
S
ALL BEAM JUNCTIONS.
FB1
FB2
1
1
3. BASES OF ALL EXCAVATIONS TO BE FINISHED SOUND AND FREE
BP
BP
3430
ET1
TYPICAL BUILD OVER SECTION 1 OF ANY LOOSE MATERIAL PRIOR TO PLACEMENT OF CONCRETE.
FB2
ET1 4. TERMITE PROTECTION TO BE PROVIDED IN
1 SCALE 1:50 -
100Ø AC
ACCORDANCE WITH THE BUILDING CODE OF
ET1
AUSTRALIA AND OTHER RELEVANT CODES.
1
-
BP
ET1
5. ALL SURFACE RUNOFF TO BE DIRECTED AWAY FROM RESIDENCE.
RM
50mm MIN STEP
S
PROVIDE SURFACE FALLS TO SUIT.
ESL 107.30 ET1 FB2
6. IF LARGE TREES ARE REMOVED DURING SITE
APPROX. IL 104.90 FB1 PREPARATION THE VOIDS ARE TO BE EXCAVATED, BACKFILLED &
DEPTH 2.39 ESL 107.30
APPROX. IL 105.54 COMPACTED WITH SUITABLE (NON-REACTIVE) MATERIAL SIMILAR
FB1 FB1
FB1
1
TO THE EXCAVATED MATERIAL.
1
BP
BP
SL DEPTH 1.76
1
FB1
10 BP BP
1
REINFORCEMENT NOTES
FB2
1200
6.
88
RM
S
FB2
+ 150Ø AC
S IL S S S SYMBOLS IN DRAWINGS FOR GRADE AND STRENGTH OF
104.65 S S S S S S
REINFORCEMENT ARE:
1200
USIL ~108.92 SL OR RL - DENOTES WELDED WIRE REINFORCING MESH TO
FB1
AS/NZS 4671:2001
L - DENOTES STEEL REINFORCING BAR TO AS/NZS 4671:2001
N - DENOTES HOT-ROLLED DEFORMED REINFORCING BAR TO
INDICATES 1200mm OFFSET
AS/NZS 4671:2001
S
FROM SEWER TYPICAL 1 1
BP BP
RM
FB2 FB2 FB2
1
1
1. RAFT OR SLAB MESH IS TO BE LAPPED BY ONE FULL PANEL OF
BP
BP
100mmTHK. SLAB SL82 MESH MESH SO THAT THE TWO OUTERMOST TRANSVERSE WIRES OF
EACH PANEL LAP AS SHOWN BELOW.
FB2
20mm COVER. 25MPa CONCRETE
S
N12 CRACKER BARS 1200
FB2 FB2 FB2
1
RM
BP
LONG AT SET DOWNS TYPICAL
FB1
2. WELDING OF REINFORCEMENT INCLUDING TACK WELDING FOR
FIXING PURPOSES SHALL COMPLY WITH AS3600:2009 AND
AS1554.3:2008. WELDING IS PERMITTED ONLY WHERE SHOWN IN
FB2
FB2
THE DRAWINGS OR WHERE OTHERWISE APPROVED BY THE
ENGINEER.
3. TRENCH MESH SHALL HAVE ALL WIRES CUT FLUSH WITH THE
S
FB1
OUTER MAIN WIRES. TRENCH MESH IN BEAMS SHALL BE
OVERLAPPED BY THE WIDTH OF THE FABRIC AT T- AND L-
RM
INTERSECTIONS. TRENCH MESH SHALL BE SPLICED, WHERE
NECESSARY, BY A LAP OF 600MM.
FB1
4. LAP ALL REINFORCEMENT A DISTANCE OF 40 X THE NOMINAL
FB1 BAR DIAMETER, BUT NO LESS THAN 500MM.
1
BP
3627 5. LAP ALL REINFORCEMENT AROUND CORNERS 40 X THE
S
NOMINAL BAR DIAMETER, BUT NO LESS THAN 500MM.
6. BAR CHAIRS SUPPORTING SLAB FABRIC ARE TO BE NO MORE
M
THAN 800MM APART IN GENERAL, AND 400MM APART AT LAPS.
7. NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
N
FOOTING & SLAB LAYOUT
SCALE 1:100 @ A3
212602-STR-01-210709.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT 1 09-07-21 PRELIM FOR UW SAN ADVICE DK DK
PROPOSED DUPLEX CHRIS ROBINSON 0 1.0 2.0 3.0 4.0 5.0m
.................
DATUM
DESIGN
-
DK
212602
9 RUBY STREET COOROY
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE SCALE 1:100 A3 (RPEQ 15522)
FOOTING & SLAB LAYOUT PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK PS01 1
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd PRELIMINARY DATE 09-07-21
Page 10
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‘These Maps are supplied under the following conditions:
Mapping details are supplied from information contained In Unitywater’s records which
may have been furnished to Unitywater by other persons. Unitywater gives no warranty
(or quarantee of any kind, expressed, implied, or statutory, tothe correctness or
‘accuracy of the map details or the degree of compliance with any standards inthis
matter. Persons making decisions with financial or legal implications must not
rely upon the map details shown on this plan forthe purpose of determining whether
‘any particular facts or circumstances exist and Unitywater(and its officers
‘and agents) expressly disclaim responsibilty or any loss or damage suffered as a
result of placing reliance upon this information.
Grid North
0
0.0055
0.011 0.0165 0.022
MAP GRID OF AUSTRALIA 1994 ZONE 56
0.0275
WEB MAP
Printed On: 8/27/2021
This plan expires 14 days from
Unitywater Printed On date
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Asset Information Systems
Unitywater
Ground Floor, 33 King St
Caboolture QLD 4510
Inquiries: Tel (07) 5420 0702
Email: [email protected]
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Unitywater
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EXAMPLE -CCTV Re Pakt Conduit Inspection Date: Asset owner's job ref.: Asset Owner: Operator : Section number: Pipe Asset Id: 9/07/2016 UNITY 1 2536517 Time of inspection: Cleaning: Standard: LRP. Conduit Unit Length Method of Inspection 13:30:22 not cleaned WSA 05-2008 2.2 Inside Face of the Wall 0.90 m Television Camera Town: Catchment: US MH: 2668647 Suburb: Client: Survey Dir: upstream Street: Precipitation.: No DS MH: 2668594 Asset Location Private Property Flow control No measures Inspect Lenght: 63.60 m Purpose of inspection: Buildover Shape : Circular Use of Conduit: Sewage Dia/Height: 1560 mm Type of Conduit: Gravity Width: Lining Method: Pipe Material: Vitrified clay Remarks 1:435 Position Code Observation MPEG Photo Grade 66859: 0.00 STMH _ Start node, maintenance hole, Nodename: 2668594 00:00:32 0 0.00 WLC Water level, clear flow (the invert is visible) 00:00:33 0 20.36 IR Infiltration, Running--a continuous flow , at 4 o'clock 00:05:37 1_3A, 1 1_3B MC Change of conduit material. New material, u-PVC 00:14:19 1_4A 0 RF Fine roots--a relatively small number of flexible minor roots 00:14:23. 1_5A 41 , feduction in cross sectional area, at joint, Obstruction: <5% , from 8 to 9 o'clock JIRN Jointing material intrusion, Seal visibly displaced/damaged 00:14:59 1_6A 3 but not intruding into conduit , from 10 to 12 o'clock JNGO — Junction open, good workmanship, diameter 100mm _, at 2 00:11:59 1_4A, 0 o'clock 1_4B MC Change of conduit material. New material, Vitrified Clay 00:16:26 0 MC Change of conduit material. New material, u-PVC 00:18:18 4_9A 0 JNGO — Junction open, good workmanship, diameter 100mm _, at 2 00:18:45 1_10A, 0 o'clock 1_10B A 47.99 MC Change of conduit material. New material, Vitrified Clay 00:20:17 0 53.19 RM A Mass of mostly fine Roots, which has developed into an 00:21:59 1_12A 3 interwoven clump, at joint, Obstruction: 5-20%, Lf @MANHOLE, from 4 to 8 o'clock e6B64 53.50 FHMH _ Finish node, maintenance hole, Nodename: 2668647 00:22:42 0 STR no def STR peak STR mean STR total STR grade SER no def SER peak SER mean SER total SER grade 0 0 0 0 1 4 30 0.99 53 3
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— Inspection Pictures Location/Street Town or suburb: 2 ms Date : Section number: Pipe Asset Id.: 9/07/2015 1 2536517 Photo: 1_3A 20.36m, Infiltration, Running--a continuous flow , at 4 o'clock Photo: 1_3B 20.36m, Infiltration, Running—a continuous flow , at 4 o'clock Photo: 1_4A 37.95m, Change of conduit material. New material, u-PVC Photo: 1_5A 37.95m, Fine roots--a relatively small number of flexible minor roots , reduction in cross sectional area, at joint, Obstruction: <5% , from 8 to 9 o'clock yt
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Inspection Pictures Location/Street Town or suburb: Date : Section number: Pipe Asset Id.: gr SREY 2 _sstowayinaans 9/07/2015 1 2536517 Photo: 1_6A Photo: 1_4A 37.95m, Jointing material intrusion, Seal visibly 38.37m, Junction open, good workmanship, diameter 100mm _, displaced/damaged but not intruding into conduit , from 10 to 12 at 2 o'clock o'clock Photo: 1_4B Photo: 1_9A 38.37m, Junction open, good workmanship, diameter 100mm , 46.12m, Change of conduit material. New material, u-PVC at 2 o'clock 10 K
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Inspection Pictures Location/Street Town or suburb: Date : Section number: Pipe Asset Id.: gsr eat 9/07/2015 1 2536517 Photo: 1_10A Photo: 1_10B 46.66m, Junction open, good workmanship, diameter 100mm , 46.66m, Junction open, good workmanship, diameter 100mm at 2 o'clock at 2 o'clock Photo: 1_12A 53.19m, A Mass of mostly fine Roots, which has developed into an interwoven clump, at joint, Obstruction: 5-20%, @MANHOLE, from 4 to 8 o'clock bk